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<br />Taat <br />Depth Soll Deecrl lion <br />D <br />Natural <br />Natural ptterberg Llmlt~ Unconf. <br /> <br />Soluble Parme- <br /> <br />Speelfic <br />Hole of (1) Indlcatee Embankment Soll Molature Dry Comp. ablllty Remark <br />No. Sam Dle Group referred to In the text. Content Density Strength Sulfates Grsvlty <br /> 1(t.l l%1 IPcf1 LL PL l sf1 1%1 Ifi embe <br />1 4 FILL, medium plasticity cla <br /> (I) 8.4 96 26 10 <br />1 14 FILL, sandy clay (II[) 19.1 27 14 <br />1 44 FILL, medium plasticity cla <br /> (I) 6.6 117 2.3x10 2 Constant Head <br />2 14 FILL, sandy clay (III) 12.0 34 19 <br />2 39 FILL, sandy clay (II[) 15.4 100 4.2x10 Falling head <br />2 19 FILL, mediwn plasticity cla <br /> (I) 13.4 100 28 11 <br />3 9 FILL, medium plasticity cla <br /> (I) 13.3 106 32 18 <br />3 34 FILL, medium plasticity clay <br /> ,(!) 12.5 31 17 <br />3 49 FILL, silty clay (II) 12.5 108 2.8x10 Constant Head <br />3 59 FILL, sandy clay (III) 10.3 108 3.4x10 Falling Head <br />3 69 FILL, sandy clay (III) 16.1 27 14 <br />4 19 FILL, silty, clay (II) 11.6 114 24 6 <br />4 29 FILL, silt (IV) 12.9 21 1 <br />4 49 SANDSTONE BEDROCK, silty 3.5 - - NP <br />4 64 SANDSTONE BEDROCK,clayey 16.3 27 9 <br />SUMMARY OF LABORATORY TESTING dob No: 1-2662-10060 <br /> <br />FO X Date: b 4 81 <br />Consulting Engineers and Geologists 1 <br /> Table: <br />